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Rate Contract For The Work Of Drilling Of Borehole For Hand Pump With Construction Of Sock Pit And Platform And Providing Installation And Commissioning Of Hand Pump With All Required Material In Urban And Rural Areas Under The Jurisdiction Of Phed Divisi, kishangarh-Rajasthan

Public Health Engineering Department-PHED has published Rate Contract For The Work Of Drilling Of Borehole For Hand Pump With Construction Of Sock Pit And Platform And Providing Installation And Commissioning Of Hand Pump With All Required Material In Urban And Rural Areas Under The Jurisdiction Of Phed Divisi. Submission Date for this Tender is 20-02-2023. Hosiery Tenders in kishangarh Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

35907040
Rate Contract For The Work Of Drilling Of Borehole For Hand Pump With Construction Of Sock Pit And Platform And Providing Installation And Commissioning Of Hand Pump With All Required Material In Urban And Rural Areas Under The Jurisdiction Of Phed Divisi
Open Tender
Indian
Rajasthan
kishangarh
20-02-2023

Tender Details

Rate Contract For The Work Of Drilling Of Borehole For Hand Pump With Construction Of Sock Pit And Platform And Providing Installation And Commissioning Of Hand Pump With All Required Material In Urban And Rural Areas Under The Jurisdiction Of Phed Division Kishangarh, District Ajmer

Key Value

Document Fees
INR 1000 /-
EMD
INR 200000.0 /-
Tender Value
INR 1 Crore /-

BOQ Items

Name of Work: Rate Contract for the work of drilling of borehole for Hand pump with construction of sock pit and platform and Providing installation and commissioning of Hand Pump with all required material in Urban and Rural areas under the jurisdiction of PHED Division Kishangarh, District Ajmer
Sl. No. Item Description
1Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.
2Nominal bore 125 mm dia.
3Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr.
4Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe.
5Nominal bore 100 mm dia.
6Nominal bore 125 mm dia.
7Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr.
8Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)} medium of following sizes at site of work.
9100 mm dia NB (Thickness of pipe 4.5mm & mass of tube 12.50 Kg/m)
10125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
11Construction of 185 cm. dia platform as per approved design and drawing of UNICEF.
12Installation of India Mark II/IIIE.D. I & II hand pump set complete on exisiting platform
13Supply and installation of ISI marked India Mark II Hand pump set complete with cylinder & 15 connecting rods.
14Supply and installation of ISI Marked India Mark II Hand pump set Extra-Deep (EDW) completewith cylinder and connecting rods.
15EDWHP + 20 Connecting rod.
16EDWHP + 23 Connecting rod + 1 Weight.
17EDWHP + 26 Connecting rod + 2 Weight.
18EDWHP + 30 Connecting rod + 3 Weight.
19Supplying and installation of G.I. Pipe 32 mm medium class B with pipe socket ( heavy duty)
20Providing and Lowering of ISI mark Medium wellPVC-U casing and screen pipe (CM) as per IS : 12818 : 2010 or amended upto date having pipe thickness as per IS code suitable for bore well with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge.
21100 mm nominal dia ( internal dia ).
22125 mm nominal dia ( internal dia ).
23Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.
24100 mm dia nominal bore
25125 mm dia nominal bore
26Construction of soakage well in all type of soil with 300mm thick dry masonary, top and bottom 300mm coarse in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1:3, Ralthal, Kharanja, 40mm thick M-15 grade C.C. flooring, earthwork complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr.
27Size 240 cm dia outside & 240cm depth
28Providing, Laying, Jointing glazed S.W.Pipe grade "A" (IS:651 marked) of apprvoed make with spun yarn & stiff mixture of cement mortar 1:1, excavation and refilling of earth in all type of soil up to 1.2 M depth, S.W. fittings including testing of joints etc. complete
29100 MM Dia
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